Attachment_1_-_Plans_1.pdf
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- 140L5422Q0001
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|---|---|---|
| Attachment_2_-_Specifications_1.pdf | ||
| Attachment_3_-_Bid_Schedule_1.pdf |
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GUNNISON FORKSCOTTONWOOD GROVE CAMPGROUND
ORCHARD RIVER ACCESS
CO-92
HOTCHKISS
DELTA
CRAWFORDGUNNISON GORGE
NATIONAL CONSERVATION AREA
BLACK CANYON OF THE GUNNISON
NATIONAL PARK
RIDGEWAY CANON
STATE HIGHWAY
U.S. HIGHWAY
INTERSTATE HIGHWAY
SYMBOL DESCRIPTION
CORTEZ
DURANGO
BLM STATE OFFICE
BLM FIELD OFFICE
STATE CAPITOL
ROCKY FORD
NEW MEXICO
DESCRIPTIONSYMBOL
CITY
ALAMOSA
TRINIDAD
WALSENBURG
OKLAHOMA
GUNNISON
SPRINGS
GLENWOOD
EAGLE
WYOMING
CRAIG
MONTROSE
GRAND
U
TA
H
CARBONDALE
RIFLE
JCT.
COLORADO
MEEKER
SALIDA
LEADVILLE
PUEBLO
COLORADO
SPRINGS
FT. COLLINS
WOLCOTT
STEAMBOAT SPRINGS
DENVER
LIMON
KA
N
SA
S
STERLING
NEBRASKA
AREA REFERENCE MAP
NOT TO SCALE
PROJECT LOCATION
US DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
GUNNISON GORGE NATIONAL CONSERVATION AREA
RECREATION SITE IMPROVEMENTS
GUNNISON FORKS - ORCHARD RIVER ACCESS - COTTONWOOD GROVE CAMPGROUND
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SHEET INDEX:
TITLE SHEET
EXISTING SITE PLAN GUNNISON FORKS
PROPOSED SITE PLAN GUNNISON FORKS
MAXIMUM PUBLIC CLOSURE AREA GUNNISON FORKS
EAST PARKING EXPANSION GUNNISION FORKS
WEST PARKING EXPANSION GUNNISON FORKS
DETAILS GUNNISON FORKS
EXISTING SITE PLAN COTTONWOOD GROVE CAMPGROUND
PROPOSED SITE PLAN COTTONWOOD GROVE CAMPGROUND
DETAILS COTTONWOOD GROVE CAMPGROUND
CABANA COTTONWOOD GROVE CAMPGROUND
SITE PLAN ORCHARD RIVER ACCESS
TYPICAL SECTIONS
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"STUART, IS THAT YOU IN THERE?"
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PAUL
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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TITLE SHEET
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SOUTHWEST DISTRICT
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CP 1
CP 2
EXISTING BOULDER (TYP)
EXISTING BOULDER (TYP)
EXISTING WOODEN BOLLARD (TYP)
EXISTING PARKING STOP (TYP)
EXISTING TOILET BUILDING
EXISTING CULVERT
EXISTING CONCRETE PARKING AREA
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EXISTING SITE PLAN - GUNNISION FORKS
CP1 - REBAR
N: 1,355,108.81 E: 2,334,210.63
ELEV: 5128.7
CP2 - REBAR
N: 1,354,968.04 E: 2,334,236.15
ELEV: 5120.4
CONTROL POINTS
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CLEAN EXISTING CULVERT
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REPAINT EXISTING CABANA
REPAINT EXISTING CABANA
RELOCATE EXISTING BOULDERS AND PARKING STOPS
VEGETATION ISLAND TO REMAIN
PROPOSED BOULDER (TYP)
IMPORTED SOIL MATERIAL FILL AND GRADING AROUND EXISTING TOILET BUILDING
STEEL PARKING DELINEATOR (TYP)
PARKING STOP (TYP)
BERM
DITCH
CONSTRUCT NEW PARKING
CLEARING AND GRUBBING DISPOSAL AREA
EXCESS MATERIAL DISPOSAL AREA
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NOTE: ONE OF THE PUBLIC CLOSURE AREAS MUST BE OPEN TO THE PUBLIC AT ALL TIMES
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1+00
AGGREGATE, 6" THICKNESS
EXISTING GRADE
PREPARED SUBGRADE
2H:1V (TYP)
N: 1,355,034.8 E: 2,334,331.6
N: 1,355,068.3 E: 2,334,409.3
N: 1,355,036.3 E: 2,334,489.5 N: 1,355,018.2
E: 2,334,524.3
N: 1,354,986.9 E: 2,334,563.8
N: 1,355,032.4 E: 2,334,614.1
N: 1,354,995.3 E: 2,334,647.6
N: 1,354,994.0 E: 2,334,430.8
N: 1,354,979.2 E: 2,334,470.7
N: 1,355,019.3 E: 2,334,477.1
12' (TYP)
16'-934"
61'
107'
20'
50'
67'-914"
STEEL PARKING DELINEATOR
20'
19'-7"
PROTECT EXISTING VEGETATION
-2.7%
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-2.6%
-2.8%
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-3.5%
EXISTING BOAT RAMP
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EXCESS MATERIAL DISPOSAL AREA
N: 1,355,180.2 E: 2,334,590.5
N: 1,355,100.3 E: 2,334,688.1
N: 1,355,139.7 E: 2,334,645.4
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CONSTRUCT INTERCEPT DITCH
USE CUT MATERIAL TO BLOCK THE DRAINAGES
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N: 1,354,845.1 E: 2,333,929.2
N: 1,354,822.7 E: 2,333,988.5
N: 1,354,862.5 E: 2,334,002.0
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N: 1,354,918.4 E: 2,334,018.1
EDGE OF EXISTING PARKING
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RELOCATE EXISTING BOLDER
0+00 0+80
EXISTING ROADAGGREGATE, 6" THICKNESS (TYP)
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EXISTING GRADE
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EXISTING GRADE
EDGE OF EXISTING GRAVEL ROAD
5117 5117
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EXISTING TOILET BUILDING
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TRANSITION TO EXISTING ASPHALT
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WELD STEEL PLATE EACH END, GRIND SMOOTH
WELD REBAR FLUSH TO PIPE, GRIND SMOOTH
#4 REBAR, 24" LONG
3 TOTAL PER DELINEATOR
EQUALLY SPACED
PREPARED AND COMPACTED SUBGRADE
AGGREGATE SURFACING
FINISH GRADE
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3"
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PICTURE FOR REFERENCE ONLY
EXISTING CULVERT - INLET
PICTURE FOR REFERENCE ONLY
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ASPHALT - AGGREGATE TRANSITION
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EXISTING CABANA
EXISTING CABANA
EXISTING TOILET
EXISTING TRAILER PARKING
EXISTING PARKING AREA
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EXISTING FENCE TO BE REMOVED (TYP)
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AGGREGATE OVER EXISTING AGGREGATE, TYPICAL SECTION F
AGGREGATE OVER NATIVE SURFACE, TYPICAL SECTION G
LOW WATER CROSSING, SUBBASE, TYPICAL SECTION I
AGGREGATE AND SUBBASE OVER NATIVE SURFACE, TYPICAL SECTION H
WOOD BOLLARD FENCE
NOTE: NOTHING REQUIRED BETWEEN BOLLARDS. LINE SHOWN FOR CLARITY.
BOLLARDS ARE NOT SHOWN AT REQUIRED SPACING FOR CLARITY.
SEE BOLLARD DETAIL FOR SPACING
FIRE RING
GUNNISON RIVER
EXPAND PARKING
WOOD BOLLARD FENCE (TYP)
CABANA & PICNIC TABLE
TENT PAD
FIRE RING
TENT PAD
REPAINT EXISTING CABANA
REPAINT EXISTING CABANA
REPAINT EXISTING CABANA
20'
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FIRE RING
PICNIC TABLE
40'12'
REPAINT EXISTING DECK
REPAIR RAILING ON EXISTING DECK
Ø60'
APPROXIMATE DRIP LINE
OF LARGE TREE
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MARK
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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COTTONWOOD GROVE - PROPOSED SITE PLAN
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GGNCA RECREATION SITE IMPROVEMENTS
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SOUTHWEST DISTRICT
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COLORADO
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SOUTHWEST DISTRICT
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P. RUSSELL
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P. RUSSELL
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U.S. DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
2'-8"
2'
4' 7'-8" 1'
12'-8"
7'-5"
1'-6"
5'-5"
2'
8" DIA.
10"
FILL WITH AGGREGATE
ENCASE IN CONCRETE (TYP)
LEVEL EXISTING
GROUND SURFACE
3' AROUND EDGE OF FIRE RING
2" AGGREGATE THICKNESS
3H:1V (TYP)
3'
2'
5'
6'
8" x 8" PRESSURE TREATED TIMBER
4"
CHAMFER TOP
COMPACTED BACKFILL
8"
6" x 6" PRESSURE TREATED TIMBER
LAP JOINT
#4 REBAR, 24" LENGTH
16" DIAMETER PILOT HOLE
6" x 6" PRESSURE TREATED TIMBER
LAP JOINT
18"
#4 REBAR, 24" LENGTH
16" DIAMETER PILOT HOLE
6" x 6" PRESSURE TREATED TIMBER (TYP)
3H:1V (TYP)
EXISTING GRADE
LEVEL EXISTING GRADE PRIOR TO INSTALLING TIMBERS
CRUSHER FINES
12'
REBAR (TYP)
MINIMUM 3 PER TIMBER
6" x 6" PRESSURE TREATED TIMBER (TYP)
12'
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PICNIC TABLE
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WOOD BOLLARD FENCE
ACCESSIBLE FIRE RING
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EXISTING CABANA - TO BE REPAINTED - TYPICAL
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TENT PAD SECTION
NOT TO SCALE
TENT PAD TIMBER JOINT DETAIL
NOT TO SCALE
TENT PAD PLAN
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DETAILS - COTTONWOOD GROVE
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GGNCA RECREATION SITE IMPROVEMENTS
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SOUTHWEST DISTRICT
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COLORADO
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SOUTHWEST DISTRICT
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P. RUSSELL
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P. RUSSELL
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16" x 6" x 6" STEEL COLUMN
4" x 6" x 6" STEEL STIFFENER
CONTINUOUS WELD TO COLUMN AND CAP
5-1/8" x 12" GLULAM BEAM
1'-6" 3"
2'-2"
6"
12' 16'
METAL ROOF
12'-6"
7'
8'-4" 13'-3"
12'-8"
12'
2'-8" 2'-8" 2'-8" 2'-8"1' 1'
2'
3" x 4" POST2" x 6" COLLAR TIES, EACH SIDE OF RAFTER
3" x 8" RAFTER MEMBER
3" x 8" RAFTER MEMBER
2" x 6" EACH SIDE OF RAFTER
2" BOLT
THROUGH RAFTER
2"X4" (TYP)
GLULAM BEAM
8'-4"
STEEL COLUMN
13'-3"
3" x 8" RAFTER (TYP)
SIMPSON STRONG TIE, OHS 135
EACH SIDE, 12" BOLTS THROUGH RAFTER
2" x 6" COLLAR TIE (TYP)
CRUSHER FINES, 3" THICKNESSCRUSHER FINES, 3" THICKNESS
1'-8"
3'
3"
#4 REBAR, 12" LAP TIE
TO EACH ANCHOR BOLT
CONCRETE FOOTER
4" DIAMETER ANCHOR BOLTS
18" MINIMUM EMBEDMENT
1'-3"
1'-8"
4"
2" CHAMFER
8" STEEL BASE PLATE
16" x 6" x 6" STEEL COLUMN
4" x 6" x 6" STEEL STIFFENER
CONTINUOUS WELD TO COLUMN AND CAP
BIRD'S MOUTH JOINT IN RAFTER
16" x 5" x 5" STEEL ANGLE CONNECTOR
8" x 6" LAG BOLT
8" THROUGH BOLT, TIES AND RAFTER
2'
METAL ROOF
16" x 6" x 6" STEEL COLUMN
4" x 6" x 6" STEEL STIFFENER
CONTINUOUS WELD TO COLUMN AND CAP
2"
2"
4" BUTT WELD COLUMN AND CAP
5" x 12" GLULAM BEAM
4" THICK STEEL COLUMN CAP
4" BOLT, WASHER, AND NUT
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CABANA ELEVATION
SCALE 1" = 40'
CABANA SECTION
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FOOTER DETAIL
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COLUMN CAP DETAIL
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RAFTER CONNECTION DETAIL
NOT TO SCALE
COLUMN CAP DETAIL
SCALE 1" = 40'
ROOF FRAMING PLAN
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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CABANA
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GGNCA RECREATION SITE IMPROVEMENTS
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SOUTHWEST DISTRICT
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COLORADO
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SOUTHWEST DISTRICT
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P. RUSSELL
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0+00
1+00
2+
3+
4+
5+
6+
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
14+25
H-75 ROAD
BEGIN AGGREGATE SUBBASE
END AGGREGATE SUBBASE
BEGIN AGGREGATE SUBBASE
END AGGREGATE SUBBASE
BOAT RAMP
PARKING LOT
+/- 150'
+/- 15'
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0 100'
SCALE 1" = 100'
ORCHARD RIVER ACCESS - SITE PLAN
PICTURES ARE FOR REFERENCE ONLY
ORCHARD RIVER ACCESS - PICTURES
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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ORCHARD RIVER ACCESS - SITE PLAN
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GGNCA RECREATION SITE IMPROVEMENTS
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SOUTHWEST DISTRICT
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COLORADO
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SOUTHWEST DISTRICT
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P. RUSSELL
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P. RUSSELL
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1.5H:1V (TYP)
3H:1V (TYP)
EXISTING GRADE
2% - 3% SLOPE
FINISH SUBGRADE
16'
1'
2H:1V (TYP)
EXISTING GRADE
AGGREGATE BASE COURSE, 4" THICKNESS
AGGREGATE SUBBASE, 8" THICKNESS
VARIES, 16' MINIMUM
EXISTING GRADE2% - 3% SLOPE
FINISH SUBGRADEEXISTING GRADE
16'
AGGREGATE BASE COURSE, 4" THICKNESS
EXISTING GRADE
2% - 3% SLOPE
EXISTING AGGREGATE
VARIES, 16' MINIMUM
AGGREGATE BASE COURSE, 2" THICKNESS
3H:1V (TYP)
EXISTING GRADE
2% - 3% SLOPE
FINISH SUBGRADE
16'
EXISTING GRADE
AGGREGATE SUBBASE, 8" THICKNESS
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TYPICAL ROAD SECTION - AGGREGATE WITH SUBBASEH
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TYPICAL ROAD SECTION - AGGREGATE OVER NATIVE SURFACEG
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TYPICAL ROAD SECTION - AGGREGATE OVER EXISTING AGGREGATEF
NOT TO SCALE
TYPICAL ROAD SECTION - SUBBASE I
REFERENCE PICTURE - DECK TO BE REPAINTED - COTTONWOOD
REFERENCE PICTURE - DECK RAILING TO BE REPAIRED - COTTONWOOD
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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TYPICAL SECTIONS
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GGNCA RECREATION SITE IMPROVEMENTS
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SOUTHWEST DISTRICT
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COLORADO
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SOUTHWEST DISTRICT
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P. RUSSELL
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P. RUSSELL
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| Sheets and Views |
| 11X17 |
| 02 GF Existing Site Plan.pdf |
| Sheets and Views |
| 11X17 |
| 03 GF - Plan - Proposed large.pdf |
| Sheets and Views |
| 11X17 |
| 04 GF - Maximum Closure.pdf |
| Sheets and Views |
| 11X17 |
| 05 GF - Grading Trailer Ditch Berm.pdf |
| Sheets and Views |
| 11X17 |
| 06 GF - Parking Expansion West.pdf |
| Sheets and Views |
| 11X17 |
| 07 GF Details LARGE.pdf |
| Sheets and Views |
| 11X17 |
| 08 Cottonwood Existing Plan.pdf |
| Sheets and Views |
| 11X17 |
| 09 Cottonwood Plan - Proposed.pdf |
| Sheets and Views |
| 11X17 |
| 10 CG Details.pdf |
| Sheets and Views |
| 11X17 |
| 11 Cabana.pdf |
| Sheets and Views |
| 11X17 |
| 12 Orchard - Site Plan.pdf |
| Sheets and Views |
| 11X17 |
| 13 Typical Sections.pdf |
| Sheets and Views |
| 11X17 |
File details come from the government source that posted it. Updated .